CURVE PORTION MOLD STRUCTURE FOR MANUFACTURING CURVED CONCRETE PANEL FOR MOUNTAIN RAILWAY RACK TRACK, AND CURVED CONCRETE PANEL MANUFACTURING METHOD USING THE SAME

Abstract

The present disclosure provides a curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track and a curved concrete panel manufacturing method using the same in which, by forming a curve portion mold structure made of an outer mold and an inner mold to manufacture a curved concrete panel for a mountain railway rack track, the curvature of the outer mold and the curvature of the inner mold can be simultaneously adjusted, and a curve can be implemented by a difference in pressure introduction of a screw jack at a side surface of the outer mold. Also, by dividing a bottom plate of the outer mold to form the bottom of the curved concrete panel, application to various forms of curvatures of the curved concrete panel is possible, and by implementing a curvature by coupling between blocks using a fastening pin in an inner mold made of an intermediate block, an end block, and an impact-absorbing block, the curved concrete panel for a mountain railway rack track can be easily manufactured.

Claims

1. A curved concrete panel manufacturing method using a curve portion mold structure for a mountain railway rack track, the curved concrete panel manufacturing method comprising: a) mounting sidewall molds of an outer mold on a worktable to form a curve portion mold structure made of the outer mold and an inner mold; b) implementing a side slope of the sidewall mold of the outer mold while adjusting an introduced pressure of a side screw jack; c) disposing a bottom plate mold of the outer mold to be divided between the sidewall molds to form a bottom of a curved concrete panel; d) disposing the inner mold for forming left and right rail installation blockouts and a rack installation blockout of the curved concrete panel on the bottom plate mold of the outer mold; e) adjusting a slope of a bottom plate by a bottom plate slope adjustment device; f) pouring concrete in a curve portion mold structure, in which the outer mold and the inner mold are coupled, and curing the concrete; and g) reversing and then removing the curve portion mold structure to manufacture the curved concrete panel, wherein a curvature of the outer mold and a curvature of the inner mold are simultaneously adjusted, and the curvature of the inner mold is adjusted by connecting an intermediate block, an end block, and an impact-absorbing block of the inner mold and absorbing a change in an angle due to the curvature.

2. The curved concrete panel manufacturing method of claim 1, wherein, in operation b), the curve is implemented by a difference in pressure introduction of the side screw jack at the side surface of the outer mold.

3. The curved concrete panel manufacturing method of claim 1, wherein, in operation c), by dividing the bottom plate mold of the outer mold to form the bottom of the curved concrete panel, application to various forms of curvatures of the curved concrete panel is possible.

4. The curved concrete panel manufacturing method of claim 1, wherein the outer mold includes: the bottom plate mold disposed to be divided for application to various forms of curvatures; and the sidewall mold disposed at both sides of a sidewall and whose side slope is adjusted by the side screw jack.

5. The curved concrete panel manufacturing method of claim 4, wherein the bottom plate mold includes: an end bottom plate mold disposed at both side ends while having a fixed size; an intermediate bottom plate mold disposed at an intermediate portion while having a fixed size; and a variable bottom plate mold to which a variable size is applied according to the curvature of the curved concrete panel.

6. The curved concrete panel manufacturing method of claim 1, wherein, in operation b), the side screw jack introduces a pressure to implement a curve with a minimum radius of curvature of 10 m at the side surface of the sidewall mold of the outer mold.

7. The curved concrete panel manufacturing method of claim 1, wherein, in operation e), the bottom plate slope adjustment device adjusts the slope of the bottom plate mold of the outer mold and implements a slope (cant) of 8% at maximum.

8. The curved concrete panel manufacturing method of claim 1, wherein, in operation d), the inner mold includes: a left rail installation convex portion disposed on the bottom plate mold to form a left rail installation blockout of the curved concrete panel; a right rail installation convex portion disposed on the bottom plate mold to form a right rail installation blockout of the curved concrete panel; and a rack installation convex portion disposed between the left rail installation convex portion and the right rail installation convex portion to form a rack installation blockout of the curved concrete panel.

9. The curved concrete panel manufacturing method of claim 8, wherein each of the left rail installation convex portion, the right rail installation convex portion, and the rack installation convex portion includes: an intermediate block formed of a steel material and disposed at an intermediate portion; an end block formed of a steel material and disposed at an end; and an impact-absorbing block formed of a rubber material and inserted between the blocks, wherein the curvature of the inner mold is adjusted by connecting the blocks and absorbing a change in an angle due to the curvature of the inner mold.

10. The curved concrete panel manufacturing method of claim 9, wherein the intermediate block, the end block, and the impact-absorbing block each have a fastening hole formed therein, and the blocks are connected through a fastening pin.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0079] The above and other objects, features and advantages of the present disclosure will become more apparent to those of ordinary skill in the art by describing exemplary embodiments thereof in detail with reference to the accompanying drawings, in which:

[0080] FIG. 1A is a picture of a typical mountain railway;

[0081] FIG. 1B is a view illustrating a mountain railway traveling system that includes a mountain railway driving device;

[0082] FIG. 2A is a view illustrating a mountain railway rack track in detail;

[0083] FIG. 2B is a view for describing an operation of a rack and a pinion in the mountain railway rack track illustrated in FIG. 2A;

[0084] FIG. 3A is a view illustrating the overall configuration of a formwork apparatus for manufacturing a precast concrete block for a rail-embedded track according to the related art;

[0085] FIG. 3B is a perspective view of an inner frame body illustrated in FIG. 3A;

[0086] FIG. 4 is a view sequentially illustrating operations of a manufacturing process using the formwork apparatus for manufacturing a precast concrete block for a rail-embedded track according to the related art;

[0087] FIG. 5, a) and b) are views illustrating a precast concrete block for a rail-embedded track that is manufactured using the formwork apparatus illustrated in FIG. 3A;

[0088] FIG. 6, a) is a cross-sectional view illustrating a state in which a curved formwork is manufactured by utilizing a curvature-adjustable concrete structure formwork according to the related art, b) is a perspective view of the curved formwork;

[0089] FIG. 7 is a view illustrating a curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure;

[0090] FIG. 8 is a view illustrating a curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure;

[0091] FIG. 9 is a view illustrating a side screw jack in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure;

[0092] FIG. 10 is a view for describing division of a bottom plate in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure;

[0093] FIG. 11 is a view for describing adjustment of superelevation of the bottom plate in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure;

[0094] FIG. 12 is a view illustrating an inner block in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure;

[0095] FIG. 13 is a view illustrating an impact-absorbing block, an intermediate block, and an end block in the inner block of the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure;

[0096] FIG. 14 is a view for describing implementation of a curvature of an inner mold in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure;

[0097] FIGS. 15A and 15B are pictures showing the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure; and

[0098] FIG. 16 is an operation flowchart showing a curved concrete panel manufacturing method using a curve portion mold structure for a mountain railway rack track according to an embodiment of the present disclosure.

DETAILED DESCRIPTION OF EXEMPLARY EMBODIMENTS

[0099] Hereinafter, embodiments of the present disclosure will be described in detail with reference to the accompanying drawings to allow those of ordinary skill in the art to which the present disclosure pertains to easily carry out the embodiments of the present disclosure. However, the present disclosure may be implemented in various different forms and is not limited to the embodiments described herein. Also, in the drawings, parts unrelated to the description are omitted for clarity of the present disclosure, and like parts are denoted by like reference numerals throughout.

[0100] Throughout the specification, when a certain part is described as including a certain element, this signifies that the certain part may further include another element rather than excluding the other element unless particularly described otherwise.

[0101] [Curve Portion Mold Structure for Manufacturing Curved Concrete Panel for Mountain Railway Rack Track]

[0102] FIG. 7 is a view illustrating a curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure, wherein a) of FIG. 7 is a lateral cross-sectional view illustrating the curve portion mold structure, and b) of FIG. 7 is a lateral cross-sectional view illustrating the curved concrete panel.

[0103] Referring to a) and b) of FIG. 7, a curve portion mold structure 100 for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure is configured to include an outer mold 110, an inner mold 120, a side screw jack 130, and a bottom plate slope adjustment device 140.

[0104] Here, the curve portion mold structure 100 may also be referred to as a curve portion mold.

[0105] Here, the outer mold 110 may include a bottom plate mold 110a (or lower mold 110a) and a sidewall mold 110b (or side mold 11b), and the outer mold 110 may include an end mold installed at both ends thereof in the longitudinal direction.

[0106] Also, the inner mold 120 may include a left rail installation convex portion 120a, a right rail installation convex portion 120b, and a rack installation convex portion 120c.

[0107] The outer mold 110 is made of the bottom plate mold 110a and the sidewall mold 110b, and the bottom plate mold 110a is disposed to be divided. Here, the sidewall mold 110b is installed at both sidewalls of the curve portion mold. The inner mold 120 is disposed on the bottom plate mold 110a of the outer mold 110 to form left and right rail installation blockouts 220 and 230 and a rack installation blockout 240 of a curved concrete panel 200.

[0108] Here, as will be described below, the curvature of the inner mold 120 may be adjusted by connecting an intermediate block 121, an end block 122, and an impact-absorbing block 123 of the inner mold 120 and absorbing a change in an angle due to the curvature.

[0109] The side screw jack 130 is installed at a side surface of the sidewall mold 110b of the outer mold 110 on a worktable 150 for manufacturing the curved concrete panel 200 and implements a curve of the sidewall mold 110b by adjusting an introduced pressure.

[0110] The bottom plate slope adjustment device 140 adjusts a slope by being attached to a bottom surface of the bottom plate mold 110a of the outer mold 110 to form a bottom of the curved concrete panel 200.

[0111] Specifically, for example, the curve portion mold structure 100 for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure may be manufactured to have a length of 2,400 mm, a width of 3,100 mm, and a height of 950 mm, but the size is not limited thereto.

[0112] Also, in order to implement a curve with a minimum radius of curvature of m at the side surface of the curve portion mold, the side screw jack 130 capable of introducing pressure is applied.

[0113] Also, when manufacturing the curve portion mold structure 100, by making a bottom surface of the curve portion mold structure 100 that corresponds to an upper surface of the curved concrete panel 200 to face downward, the curve portion mold structure 100 is removed by reversing the curved concrete panel 200 after pouring concrete 210 in the curve portion mold structure 100 and curing the concrete 210.

[0114] Also, a slope (cant) of 8% at maximum can be implemented by enabling adjustment of a slope of the bottom plate mold 110a of the outer mold 110, but the present disclosure is not limited thereto.

[0115] Specifically, as illustrated in b) of FIG. 7, the inner mold 120 includes the left rail installation convex portion 120a for forming the left rail installation blockout 220 of the curved concrete panel 200, the right rail installation convex portion 120b for forming the right rail installation blockout 230, and the rack installation convex portion 120c disposed between the left and right rail installation convex portions 120a and 120b to form the rack installation blockout 240.

[0116] Here, the blockout is a portion where concrete is not poured in the process of manufacturing a concrete panel and is also referred to as a core.

[0117] Also, in the case of the inner mold 120, a rack installation shear anchor, which is a shear anchor pre-embedded in the curved concrete panel 200, may be installed on the rack installation convex portion 120c.

[0118] Also, mortar, which is a bedding material, may be injected so that a bottom surface of the curved concrete panel 200 and a concrete base layer are integrated, and a bedding material inlet forming material may be installed on each of the left and right rail installation convex portions 120a and 120b to form the bedding material inlet. In particular, an impact-absorbing block is applied between several blocks as illustrated in FIG. 13, which will be described below, to enable introduction of an angle of change according to the curvature of the inner mold 120.

[0119] Also, as illustrated in b) of FIG. 7, the curved concrete panel 200 is formed by pouring the concrete 210 to form the left rail installation blockout 220, the right rail installation blockout 230, and the rack installation blockout 240 and is constructed to be integrated with the concrete base layer formed on the ground through mortar injected through the bedding material inlet.

[0120] Also, in the left rail installation blockout 220, a left rail 310 may be coupled through a shear anchor, and in the right rail installation blockout 230, a right rail 320 may be coupled through a shear anchor.

[0121] Also, in the rack installation blockout 240, a rack 330 is coupled through the rack installation shear anchor so that a shear anchor can be installed at the right position on the site.

[0122] Meanwhile, FIG. 8 is a view illustrating a curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure, wherein a) of FIG. 8 is a plan view, b) of FIG. 8 is a lateral cross-sectional view, and c) of FIG. 8 is a lateral view.

[0123] As illustrated in a) to c) of FIG. 8, the curve portion mold structure 100 for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure is made of the outer mold 110 and the inner mold 120, and the curvature of the outer mold 110 may be implemented by a plurality of side screw jacks 130, each configured to introduce a pressure for implementing a curve of the curved concrete panel 200, being applied to a side surface of the outer mold 110.

[0124] Also, at a bottom surface of the bottom plate mold 110a of the outer mold 110, the bottom plate slope adjustment device 140 that can adjust the slope of the bottom plate is installed to manufacture the curved concrete panel 200.

[0125] Here, in the case of the outer mold 110, as illustrated in FIG. 10 which will be described below, the bottom plate mold 110a is formed by dividing the bottom plate in order to allow application to various forms of curvatures, and in the bottom plate mold 110a, as illustrated in b) of FIG. 10, an end bottom plate mold 111 disposed at an end and an intermediate bottom plate mold 112 disposed at an intermediate portion are manufactured with a fixed size, and the remaining bottom plate mold is a variable bottom plate mold 113 to which a variable size is applied according to the curvature of the curved concrete panel 200.

[0126] Also, as illustrated in FIG. 13 which will be described below, the curvature of the inner mold 120 is implemented by connecting the intermediate block 121 made of a steel material, the end block 122 made of a steel material, and the impact-absorbing block 123 made of rubber to each other, and as a configuration for connecting the blocks, a fastening hole h is formed in an end surface of each block to fasten the blocks in the form of a fastening pin 124 and couple the blocks to each other.

[0127] Meanwhile, FIG. 9 is a view illustrating a side screw jack in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure.

[0128] As illustrated in FIG. 9, in the case of the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure, the curve of the curved concrete panel 200 may be implemented by a side screw jack, configured to introduce a pressure for implementing the curve, being applied to a side surface of the outer mold 110.

[0129] In the case of the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure, an introduced pressure is adjusted for each position of the side screw jack 130 to implement the shape of a panel according to a curve while maintaining an inner width of the curved concrete panel 200.

[0130] Also, in order to implement a side slope of the curved concrete panel 200 according to a difference between an upper width and a lower width, an introduced pressure of each of an upper screw jack and a lower screw jack that correspond to sidewall molds 110b is adjusted. Accordingly, a pressure may be introduced according to a pressure difference for each position of a screw jack due to application of a plane curve and a pressure difference for implementing a sidewall slope.

[0131] Meanwhile, FIG. 10 is a view for describing division of a bottom plate in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure.

[0132] As illustrated in FIG. 10, in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure, the bottom plate mold 110a of the outer mold 110 is divided to allow application to various forms of curvatures.

[0133] That is, in the outer mold 110, the bottom plate mold 110a is divided into at least a plurality of pieces to allow application to various forms of curvatures, and in this way, as illustrated in b) of FIG. 10, the end bottom plate mold 111 disposed at an end and the intermediate bottom plate mold 112 disposed at an intermediate portion are manufactured with a fixed size, and a size that varies according to the curvature of the curved concrete panel 200 is applied to the remaining variable bottom plate mold 113.

[0134] Specifically, the bottom plate mold 110a is divided in consideration of application of various forms of curvature to the curved concrete panel 200 and installation of a filling hole and an insert. Here, the bottom plate mold 110a is described as being divided into nine bottom plate molds, but the present disclosure is not limited thereto.

[0135] For example, a first bottom plate mold and a ninth bottom plate mold, which are end bottom plate molds 111 disposed at an end, and a third bottom plate mold, a seventh bottom plate mold, and a fifth bottom plate mold, which are intermediate bottom plate molds 112 disposed at an intermediate portion, are manufactured with a fixed size. Also, a variable size is applied to variable bottom plate molds 113 other than the end bottom plate molds 111 and the intermediate bottom plate molds 112.

[0136] That is, the size of each of a second bottom plate mold, a fourth bottom plate mold, a sixth bottom plate mold, and an eighth bottom plate mold may be adjusted as necessary according to a designed curvature, and here, a plate having a predetermined thickness may be manufactured into the variable bottom plate molds 113 through laser cutting.

[0137] In particular, by applying an impact-absorbing material that accommodates a displacement of 2 to 3 mm to the bottom plate molds manufactured with a fixed size in order to absorb an amount of compression through a change in volume, it is possible to minimize the number of pieces into which the overall bottom plate mold is divided that are manufactured with a variable size.

[0138] Meanwhile, FIG. 11 is a view for describing adjustment of a slope of the bottom plate in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure.

[0139] a) of FIG. 11 illustrates the shape of the bottom plate when a slope (cant) is not applied, and b) of FIG. 11 shows the shape of the bottom plate when the maximum cant is applied.

[0140] The curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure is configured so that the slope of the bottom plate can be adjusted to manufacture the curved concrete panel 200 on the bottom surface of the outer mold 110.

[0141] In the case of the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure, as described above, the bottom plate mold 110a is divided into a plurality of pieces, and the bottom plate slope adjustment device 140, which is a height control device, is applied to ends (a start point and an end point).

[0142] Here, the slope of the bottom plate may be adjusted by adjusting four screws at each corner to adjust heights of a left side and a right side. For example, as illustrated in b) of FIG. 11, a cant of 8% at maximum may be applied as the slope of the bottom plate, but the present disclosure is not limited thereto.

[0143] Meanwhile, FIG. 12 is a view illustrating an inner block in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure, FIG. 13 is a view illustrating an impact-absorbing block, an intermediate block, and an end block in the inner block of the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure, and FIG. 14 is a view for describing implementation of a curvature of an inner mold in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure.

[0144] In the case of the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure, as illustrated in FIG. 12, by forming the inner mold 120, the curvature of the inner mold 120 may be implemented.

[0145] Here, as illustrated in FIG. 13, the inner mold 120 is made of the intermediate block 121 and the end block 122 which are made of a steel material and the impact-absorbing block 123 made of rubber and is designed to correspond to a change in angle due to the curvature by connecting the intermediate block 121, the end block 122, and the impact-absorbing block 123.

[0146] Also, by applying a connection device in the form of a slot hole to control the size of an outer side of the impact-absorbing block 123 to be 20 mm at maximum when coupling the blocks, it is possible to induce compression of an inner side of the curvature by compression according to a change in angle.

[0147] Here, the fastening hole h may be formed in an end surface of each block, and the blocks may be coupled to each other through the fastening pin 124.

[0148] In this way, in the case of the inner mold 120 in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure, as illustrated in FIG. 14, the curvature of the inner mold 120 may be implemented by fastening the intermediate block 121, the end block 122, and the impact-absorbing block 123 and inducing compression of an inner side of the curvature by compression according to a change in angle.

[0149] Meanwhile, FIGS. 15A and 15B are pictures showing the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure.

[0150] FIG. 15A is a picture showing a screw jack in the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure, and FIG. 15B is a picture showing an overall view of the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure.

[0151] As a result, according to the curve portion mold structure for manufacturing a curved concrete panel for a mountain railway rack track according to an embodiment of the present disclosure, by forming the curve portion mold structure made of an outer mold and an inner mold to manufacture a curved concrete panel for a mountain railway rack track, the curvature of the outer mold and the curvature of the inner mold may be simultaneously adjusted, and a curve may be implemented on a side surface of the outer mold by a difference in pressure introduction of a screw jack. Also, by dividing a bottom plate of the outer mold to form a bottom of a curved concrete panel, application to various forms of curvatures of a curved concrete panel is possible.

[0152] [Curved concrete panel manufacturing method using curve portion mold structure for mountain railway rack track] FIG. 16 is an operation flowchart showing a curved concrete panel manufacturing method using a curve portion mold structure for a mountain railway rack track according to an embodiment of the present disclosure.

[0153] Referring to FIG. 16, in the curved concrete panel manufacturing method using a curve portion mold structure for a mountain railway rack track according to an embodiment of the present disclosure, first, sidewall molds 110b of an outer mold 110 are mounted on a worktable 150 to form a curve portion mold structure made of the outer mold 110 and an inner mold 120 (S110).

[0154] Next, a side slope of the sidewall mold 110b of the outer mold 110 is implemented while adjusting an introduced pressure of a side screw jack 130 (S120).

[0155] Here, a curve may be implemented on a side surface of the outer mold by a difference in pressure introduction of the side screw jack. Also, the side screw jack 130 may introduce a pressure so that a curve with a minimum radius of curvature of m can be implemented on a side surface of the sidewall mold 110b of the outer mold 110.

[0156] Next, a bottom plate mold 110a of the outer mold 110 is disposed to be divided between the sidewall molds 110b to form a bottom of a curved concrete panel 200 (S130).

[0157] Here, by dividing the bottom plate mold of the outer mold to form the bottom of the curved concrete panel, application to various forms of curvatures of the curved concrete panel is possible.

[0158] Next, the inner mold 120 for forming left and right rail installation blockouts 220 and 230 and a rack installation blockout 240 of the curved concrete panel 200 is disposed on the bottom plate mold 110a of the outer mold 110 (S140).

[0159] Here, the curvature of the inner mold 120 may be adjusted by connecting an intermediate block 121, an end block 122, and an impact-absorbing block 123 of the inner mold 120 and absorbing a change in an angle due to the curvature.

[0160] Specifically, the inner mold 120 may include: a left rail installation convex portion 120a disposed on the bottom plate mold 110a to form the left rail installation blockout 220 of the curved concrete panel 200; a right rail installation convex portion 120b disposed on the bottom plate mold 110a to form the right rail installation blockout 230 of the curved concrete panel 200; and a rack installation convex portion 120c disposed between the left rail installation convex portion 120a and the right rail installation convex portion 120b to form the rack installation blockout 240 of the curved concrete panel 200. Here, each of the left rail installation convex portion 120a, the right rail installation convex portion 120b, and the rack installation convex portion 120c may include: an intermediate block 121 formed of a steel material and disposed at an intermediate portion; an end block 122 formed of a steel material and disposed at an end; and an impact-absorbing block 123 formed of a rubber material and inserted between blocks, wherein the curvature of the inner mold 120 may be adjusted by connecting the blocks and absorbing a change in an angle due to the curvature of the inner mold 120.

[0161] Next, a slope of a bottom plate is adjusted by a bottom plate slope adjustment device 140 (S150). Here, the bottom plate slope adjustment device 140 may adjust the slope of the bottom plate mold 110a of the outer mold 110 and may implement a slope (cant) of 8% at maximum.

[0162] Next, concrete 210 is poured in a curve portion mold structure 100, in which the outer mold 110 and the inner mold 120 are coupled, and cured (S160).

[0163] Next, the curve portion mold structure 100 is reversed and then removed to manufacture the curved concrete panel 200 (S170).

[0164] As a result, according to an embodiment of the present disclosure, by implementing a curvature by coupling between blocks using a fastening pin in an inner mold made of an intermediate block, an end block, and an impact-absorbing block, a curved concrete panel for a mountain railway rack track can be easily manufactured.

[0165] According to the present disclosure, by forming a curve portion mold structure made of an outer mold and an inner mold to manufacture a curved concrete panel for a mountain railway rack track, the curvature of the outer mold and the curvature of the inner mold can be simultaneously adjusted, and a curve can be implemented on a side surface of the outer mold by a difference in pressure introduction of a screw jack.

[0166] According to the present disclosure, by dividing a bottom plate of an outer mold to form a bottom of a curved concrete panel, application to various forms of curvatures of a curved concrete panel is possible.

[0167] According to the present disclosure, by implementing a curvature by coupling between blocks using a fastening pin in an inner mold made of an intermediate block, an end block, and an impact-absorbing block, a curved concrete panel for a mountain railway rack track can be easily manufactured.

[0168] The above-given description of the present disclosure is merely illustrative, and those of ordinary skill in the art to which the present disclosure pertains should understand that the present disclosure may be easily modified in other specific forms without changing the technical spirit or essential features of the present disclosure. Therefore, the embodiments described above should be understood as being illustrative, instead of limiting, in all aspects. For example, each element described as a single type may also be embodied in a distributed manner, and likewise, elements described as being distributed may also be embodied in a combined form.

[0169] The scope of the present disclosure is defined by the appended claims rather than by the detailed description above, and all changes or modifications derived from the meaning and scope of the claims and their equivalents should be interpreted as falling within the scope of the present disclosure.